JPS59219815A - Tension resistance unit mounting bracket - Google Patents

Tension resistance unit mounting bracket

Info

Publication number
JPS59219815A
JPS59219815A JP9545283A JP9545283A JPS59219815A JP S59219815 A JPS59219815 A JP S59219815A JP 9545283 A JP9545283 A JP 9545283A JP 9545283 A JP9545283 A JP 9545283A JP S59219815 A JPS59219815 A JP S59219815A
Authority
JP
Japan
Prior art keywords
mounting bracket
tower arm
tension device
device mounting
tip
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP9545283A
Other languages
Japanese (ja)
Other versions
JPH0113610B2 (en
Inventor
小松 武
廣尾 巖
片山 明弘
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kansai Electric Power Co Inc
Original Assignee
Kansai Electric Power Co Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kansai Electric Power Co Inc filed Critical Kansai Electric Power Co Inc
Priority to JP9545283A priority Critical patent/JPS59219815A/en
Publication of JPS59219815A publication Critical patent/JPS59219815A/en
Publication of JPH0113610B2 publication Critical patent/JPH0113610B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、導体耐張装置をアングル構造の鉄塔アームに
取付ける耐張装置取付金具に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a tensioning device mounting bracket for attaching a conductor tensioning device to a steel tower arm having an angle structure.

近年、電力需要の伸びに伴い超々高圧大容量送電の開発
が積極的に進められており、これに伴い導体耐張装置、
送電鉄塔等の強剛化、大型化が計画されている。
In recent years, with the growth in electricity demand, the development of ultra-super high voltage, large capacity power transmission has been actively promoted, and along with this, conductor tension devices,
There are plans to make power transmission towers stronger and larger.

ところで、従来の耐張装置取付金具は、第1図に示すよ
うに両側(或いは片側)に導体耐張装置を取付けるだめ
の連結金具(1)を備えだ平板状の基板(2)を鉄塔ア
ーム(3)の先端部下面に目板(4)を介して取付けて
いた。従って、鉄塔アーム(3)と上下動する連結金具
(1)とが干渉しないように基板両側を鉄塔アームの外
に突出させておシ、このだめ基板(2)が大型化する難
点があった。又、一般に鉄塔アーム先端部の構成は、平
板状縦部材(5)の上部と下部をそれぞれ一対のアング
ル(6)、(力で挟着し合掌状態にして上端面と下端面
に目板(8)と(4)を連結し、下端の目板(4)には
耐張装置取付金具を取付けていたから、鉄塔アーム先端
部は耐張装置取付金具に作用する外力により大きなねじ
り力をうける欠点があった。従って、前記するような従
来の耐張装置取付金具及び鉄塔アーム先端部では極めて
大きな外力が発生する超々高圧大容量送電向けには不適
当であり、抜本的な対策が望まれている。
By the way, as shown in Fig. 1, the conventional tension device mounting bracket is equipped with connecting fittings (1) on both sides (or one side) for attaching the conductor tension device.A flat board (2) is attached to the tower arm. (3) was attached to the lower surface of the tip via a batten (4). Therefore, in order to avoid interference between the tower arm (3) and the vertically movable connecting fitting (1), both sides of the board should be made to protrude outside the tower arm, but the problem is that the board (2) becomes large. . In general, the structure of the tip of a steel tower arm is such that the upper and lower parts of the flat plate-like vertical member (5) are held together by a pair of angles (6), and the upper and lower ends of the plate-shaped vertical member (5) are held together in a state where the palms are joined together and the upper and lower ends are fitted with battens ( 8) and (4) were connected, and a tension device mounting bracket was attached to the bottom batten (4), so the tip of the tower arm had the disadvantage of being subjected to large torsional forces due to external forces acting on the tension device mounting bracket. Therefore, the conventional tension device mounting brackets and tower arm tips mentioned above are unsuitable for ultra-super-high voltage, large-capacity power transmission where extremely large external forces are generated, and drastic countermeasures are desired. .

本発明は、前記の点に鑑み、比較的簡潔な構成により耐
張装置取付金具の強剛化は固より鉄塔アーム先端部の強
剛化も併せ図ると共に、鉄塔アーム先端部には導体耐張
装置によるねじり力や偶力が発生しない従って超々高圧
大容量送電向けに好適な耐張装置取付金具を提供するこ
とを目的とするもので、その構成は、鉄塔アーム先端部
の下位梁と下位梁との間に介挿して下位梁と下位梁とに
連結するようにした箱形本体部の垂直壁部に1本の支軸
を配設し、この支軸に、他端に導体耐張装置取付部を設
けた二つの連結金具を回転可能に取付けたことを特徴と
している。
In view of the above points, the present invention aims to strengthen the tension device mounting bracket with a relatively simple structure, and also to strengthen the tip of the tower arm. The purpose is to provide a tension device mounting bracket that does not generate torsional force or couple force due to the device, and is therefore suitable for ultra-super high voltage, large capacity power transmission.Its configuration consists of a lower beam at the end of the tower arm and a lower beam. A support shaft is installed on the vertical wall of the box-shaped main body that is inserted between the lower beam and the lower beam, and a conductor tension device is attached to the other end of the support shaft. It is characterized by two connecting fittings provided with attachment parts that are rotatably attached.

以下本発明を図面に示す実施例に基いて具体的に説明す
る。第2図〜第5図において、耐張装置取付金具(工1
)は、上面部(■2)及び下面部(13jとこれらを連
結する両垂直壁部圓とを一体形成して箱形の本体部(1
5)となし、この本体部の上面部02)と下面部(I3
)に多数のボルト孔(16)を穿設すると共に、両垂直
壁部圓の中央に支軸(17)を水平に取付け、この支軸
に連結金具(I8)と(I9)とを対向せしめて回転可
能に取付けてなるものである。本実施例では両垂直壁部
圓間の中央箇所に第2の垂直壁部(20)を上面部(1
21と下面部(■3)とに一体形成し、連結金具(■8
)はその二股軸受部(21)で垂直壁部(20に遊嵌し
、連結金具旺はその二股軸受部(22)で連結金具(1
8)と雨垂直壁部Iとの間に遊嵌してこれら両連結金具
を雨垂直壁部u4)、第2の垂直壁部(20)に挿通し
だ支軸α力で支承している。連結金具08)、(19)
の他端部は、導体耐張装置を取付けるだめの取付部、例
えば導体耐張装置の鉄塔側ヨークを取付けるだめのクレ
ビス部(23)を形成しである。
The present invention will be specifically described below based on embodiments shown in the drawings. In Figures 2 to 5, the tension device mounting bracket (work 1)
) is a box-shaped main body (1
5) and the upper surface part 02) and lower surface part (I3) of this main body.
) are drilled with a large number of bolt holes (16), and a support shaft (17) is installed horizontally in the center of both vertical walls, and the connecting fittings (I8) and (I9) are opposed to this support shaft. It is rotatably mounted. In this embodiment, the second vertical wall section (20) is placed at the center between the two vertical wall sections.
21 and the lower surface part (■3), and the connecting fitting (■8
) is loosely fitted into the vertical wall part (20) with its bifurcated bearing part (21), and the connecting metal fitting (1) is loosely fitted with its bifurcated bearing part (22) into the vertical wall part (20).
8) and the rain vertical wall part I, and these two connecting fittings are inserted into the rain vertical wall part u4) and the second vertical wall part (20) and are supported by the support shaft α force. . Connecting fittings 08), (19)
The other end forms a clevis portion (23) for attaching a conductor tensioning device, for example, a tower-side yoke of the conductor tensioning device.

前記耐張装置取付金具圓ば、送電鉄塔の鉄塔アーム先端
部(24)の下位梁と下位梁との間に介挿して下位梁と
下位梁とに連結子で取付けている。即ち、鉄塔アーム先
端部C241の下位梁、例えば目板(25)を一対のア
ングル(26)で挾着して合掌状態としだ下位梁(27
)の下面に必要に応じ目板(28)を介して上面部(1
2)をボルト、ナツトで取付け、下位梁、例えば目板(
29)を一対のアングル(30)で挾着して合掌状態と
しだ下位梁則の上面に必要に応じ目板国を介して下面部
(13)をボルト、ナツトで取付けることにより、鉄塔
アーム先端部(24)の中央部に耐張装置取付金具0υ
を一体的に配設するものである。
The tension device mounting bracket is inserted between the lower beams of the tower arm end portion (24) of the power transmission tower, and is attached to the lower beams with a connector. That is, the lower beam of the tower arm tip C241, for example, the batten (25), is clamped with a pair of angles (26) and the lower beam (27
) on the lower surface of the upper surface part (1
2) with bolts and nuts, and attach it to the lower beam, such as the batten (
29) with a pair of angles (30) and put the hands together.By attaching the lower surface part (13) to the upper surface of the lower beam with bolts and nuts via the battens as necessary, the end of the tower arm can be attached. A tension device mounting bracket 0υ is installed in the center of part (24).
are arranged in an integrated manner.

従って、本発明に係る耐張装置取付金具は、その箱形の
本体部(【5)が鉄塔アーム先端部(24)の一部を兼
ねるため、鉄塔アーム先端部(財)の材料節減に役立ち
、又、本体部(15)が箱形構造の故に耐張装置取付金
具(1υ及び鉄塔アーム先端部(24)の強剛化を併せ
図ることができる。しかして、連結金具(18)? (
19)を支承する支軸07)は鉄塔アーム先端部(24
)の中心軸線上に位置するため、鉄塔アーム先端部には
支軸θカに作用する外力、即ち、導体耐張装置の張力等
によるねじり力や偶力は発生し々い。これがため、鉄塔
アーム先端部の小型・軽量化を図り得るものである。又
、本体部(15)は連結金具ug+、 aaを1本の支
軸回で支承せしめるため、本体部(15)の線路方向の
幅を比較的狭くすることができる。
Therefore, the tension device mounting bracket according to the present invention, whose box-shaped main body (5) also serves as a part of the tower arm tip (24), is useful for saving materials for the tower arm tip (24). Also, since the main body (15) has a box-shaped structure, it is possible to strengthen the tension device mounting bracket (1υ) and the tower arm tip (24).
The support shaft 07) that supports the steel tower arm tip (24)
), external forces acting on the support shaft θ force, that is, torsional force or couple force due to the tension of the conductor tension device, etc., are likely to occur at the tip of the tower arm. Therefore, the tip of the tower arm can be made smaller and lighter. Further, since the main body part (15) supports the connecting fittings ug+ and aa with one support shaft, the width of the main body part (15) in the line direction can be made relatively narrow.

以上説明したように本発明においては、比較的簡潔な構
成により耐張装置取付金具は固よりのこと鉄塔アーム先
端部をも強剛化を図り得たものであシ、シかも鉄塔アー
ム先端部には導体耐張装置によるねじり力や偶力が発生
しない構成としだから、特に超々高圧大容量送電向けに
好適なものである。
As explained above, in the present invention, the tension device mounting bracket has a relatively simple structure, and it is possible to strengthen the stiffener and the tip of the tower arm. Since the structure is such that no torsional force or couple force is generated by the conductor tension device, it is particularly suitable for ultra-super-high voltage, large-capacity power transmission.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は鉄塔アームに取付けられた従来品の側面図、第
2図は本発明の実施例を示す斜視図、第3図は第2図に
示すものを鉄塔アーム先端箇所に配設した状態を示す側
面図、第4図は第3図のA−A線断面図、第5図は第6
図のB−B線断面図である。 11・・・耐張装置取付金具、14・・・垂直壁部、1
5・・・本体部、17・・・支軸、18.19・・・連
結金具、2ろ・・・クレビス部、24・・・鉄塔アーム
先端部。 特許出願人 関西電力株式会社 同    上   株式会社 日本可鍛鋳鉄所代理人 
弁理士太1)謙三
Figure 1 is a side view of a conventional product attached to a tower arm, Figure 2 is a perspective view showing an embodiment of the present invention, and Figure 3 is a state in which the product shown in Figure 2 is installed at the tip of the tower arm. 4 is a sectional view taken along the line A-A in FIG. 3, and FIG.
It is a sectional view taken along the line BB in the figure. 11... Tension device mounting bracket, 14... Vertical wall part, 1
5... Main body part, 17... Support shaft, 18.19... Connecting metal fittings, 2... Clevis part, 24... Steel tower arm tip. Patent applicant Kansai Electric Power Co., Inc. Agent of Japan Malleable Iron Works Co., Ltd.
Patent Attorney Ta 1) Kenzo

Claims (1)

【特許請求の範囲】[Claims] 鉄塔アーム先端部の下位梁と下位梁との間に介挿して下
位梁と下位梁とに連結するようにした箱形の本体部の垂
直壁部に1本の支軸を配設し、この支軸に、他端に導体
耐張装置取付部を設けた二つの連結金具を回転可能に取
付けてなる耐張装置取付金具。
A single support shaft is installed on the vertical wall of the box-shaped main body that is inserted between the lower beams at the tip of the tower arm and connected to the lower beams. A tension device mounting bracket consisting of two connecting fittings each having a conductor tension device mounting portion at the other end rotatably attached to a support shaft.
JP9545283A 1983-05-30 1983-05-30 Tension resistance unit mounting bracket Granted JPS59219815A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9545283A JPS59219815A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9545283A JPS59219815A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Publications (2)

Publication Number Publication Date
JPS59219815A true JPS59219815A (en) 1984-12-11
JPH0113610B2 JPH0113610B2 (en) 1989-03-07

Family

ID=14138084

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9545283A Granted JPS59219815A (en) 1983-05-30 1983-05-30 Tension resistance unit mounting bracket

Country Status (1)

Country Link
JP (1) JPS59219815A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6017517U (en) * 1983-07-14 1985-02-06 株式会社 日本可鍛鋳鉄所 Tension device mounting bracket

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6017517U (en) * 1983-07-14 1985-02-06 株式会社 日本可鍛鋳鉄所 Tension device mounting bracket
JPH0139369Y2 (en) * 1983-07-14 1989-11-27

Also Published As

Publication number Publication date
JPH0113610B2 (en) 1989-03-07

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